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�Ll : •u11I1,1111114J I�d11k 11Lu11.1 :.,..11llll.a,.1,1j1.. ':ILAj +i+.b .1 :W..L .k 11:1L .Nll�:: 1&b :iIjuJil:AAIMIlJIMMiYiIAMMMWtIW,-WM414.m 3 3 m n to c c CV M 0 J 0 to O I N m 9 N z N 0 co CID J C 0 i iY t a N N co E x L qc rN EZ 12 U E Q� C a) i z N I i 0 N 0 N c 6 a N N j <R J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / 9 TL 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 11 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 a NOTE:EXTEND w1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH' BELOW GRADE E _ [ 00 M • 6 MIL VAPOR > z BARRIER C �r 1 D COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14' O.H.D. RECESS z IlL—.IIZ—J ll� IP.II. SEE A/S3 OR J/S6 — I I I I I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) .'��M,��1- FWI ��1�11■�1. AL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. v 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c_ @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH C _ Q TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2"CD 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH 3112"MIN. 31/2" MIN. I ° ° ° , ° ° ELEV.-0'-31/2" ° A.F.F. ° ° ° ° 2x4 CONT. ° ° LI_ - „ „ - 44e" ° sn°1/2 (min.)- 4 °- _ 1/2 (min.) ° ° ° ° ° N in.) °GARAGE DEPTH VARIES ° 31/2"(- 4" - 31/2"(min)-4' — I I t— 'III— 011 = _ — g ° (2) #5 CONT. - (2) #5 CONT. 4„ � g�� 4" 1'-4" rrr 8" rrr U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR CONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS N 2x P.T. PLATE TYP. ASSUMED FINISHED t i GRADE MONO OR STEMWALL FOOTING MONO SHOWN , t> o FOR CLARITY ° D 00 _ _ p o o ° D 1-111—I ° III—III—III=III=III=III= I=1 I I —I I I —I I I I i NOTE: °°=1=1=1 D III�III=III==III= I I=1 I I=1 I I=1 = N *FOR BEARING WALL I —III —III —III —III —III-' W/ UPLIFT ONLY 1 � 1-1 � 1—I � I —III —I � I-111-111=111—III—I 1 I —III —I 11—I -� I I-1 I—III=1 I—III=1 I I=1 11=1 11=1 1=1 1=1 1=1 —1—� 11—I 1 I —I � 1-1 � 11=1 11=1 IF FRAME WALL 1-I I L=III ;III l l l l l l l l l l l l l l III TO C.M.U. WALL CONNECTION I IF rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 4, 1 `v GRADE 00IIIF < • - (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY / ,coN FORM SUBMITTED WITH PERMIT / I (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR -� E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° t> M u • _ FINISH GRADE co m [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER n ° ° °O R 1 7/8" � #5 REINFORCING BAR ° CN #S I AP SPI IrF: • • • r• ll= ILIh NMI i • ' . • • - • • - 1 �Il111 1 F ll��ll�ll�ll�l��ll� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM Q INTERIOR A. a. -3 1 II dK CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N M 6 MIL VAPOR -_ BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 i, 1 WWF OR FIBERMESH Cl) A a K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOLul BOLTS 6" MAX FROM co w END OF 2" x PLATE 0 C W 0 a d. • 0- p (2) #5 CONT.=1 ON 3" CHAIRS (TYP.) 8" 1'-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH . ° ' T 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0"VARIES S3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN a a SEE ROOF PLAN - ° < . ° v , me (2) HTS20 FOR STRUCTURAL E BEAM SIZE & N - a CONNECTION INFO ° 8 2x4 P.T. PLATE! 7/16" O.S.B. COLUMN LOCATION ) — •' • I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Ixw a SEE TYP. WALL SECTION FOR ADDITIONAL Q > -, 6x6 P.T. #2 SYP SLAB INFORMATION. W ABU66 SLAB STEP & RECESS S.G.D. M I» SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' SIZE VARIES PER PLAN r, W/ MIN. (2) #5 VERTICALS z ° M FILLED SOLID (SEE PLAN FOR od GRADE - a a d SIZE AND REINFORCEMENT) sr7 � =- =III ° °• =III=I I=I =1' Z ►_- W o 1 1=I I I W O W LU w I=III 11=III=111 z BRICK PAVERS or SLAB PER p 0 = -III= • • °• _ _ Q COMMUNITY SPECS LL V ° - - - "' Q 0'-0" FIN. FLR. - —III- III —III —III =1I1=1 W III III —III —I 1=1 1=1 I I 11=1 1=1 1 FOOTING I—III=1 -1-1 I—' BEYOND PAD REINFORCEMENT-111=111=i I ILI (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 , jlti� ?1iryi11 I 4 q • •C1�, •L CV v Q••`' �; O� p a •.,• •: FEW \AN To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IW- g E a g N �% M N N °Np u- u. r # (0di M LIU OW M0 .2 , N LL �N'1W ya' 'i ii a a.0 z �&- 0x°g C N tp W. Om W to o r` jo�o W 2ETo) LL N< M Z U H J °U Z ❑❑❑❑ W N Z n Cn W 10 o v _ LL Vi Y LIJ •V � a OLU N c �N � ' w o $ I t. Q 0 � �0 so o co �w 9 co 0 Z __j E 22 ooR >A Q o E (> r� V &a oa U O U S< z — E N m L dp ¢Z W 13 r0 N no O g0 z iZ a S a ° W T U 3 �LL NW _ �r � o y J W w1. OF >_ IIIIIIIIII� CID 8Aa c0; 3 J `N > Lo f� L 10 � N .! r CM .-. Q o O Cco — C� O T N = T T r M N o Z _ O y r - c C 11 aj 0 J Q 0 J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. S3